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LITTLE YORK ROAD over LITTLE YORK CREEK

Map 

Coordinates:
+42.69619, -76.16198
42°41'46" N, 76°09'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LITTLE YORK ROAD over LITTLE YORK CREEK
Structure number:000000003312250
Location:3.4 MI NW OF HOMER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.9 ft. [2.1 m]
Total length:34.8 ft. [10.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:County Highway Agency [02]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:709 [as of 2011]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.4 tons [74.0 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$421,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.6Not deficient---709
October 201470.3Not deficient---709
October 201370.3Not deficient---710
September 201270.3Not deficient---710
September 201170.3Not deficient---710
September 200994.7Not deficient---842
September 200794.8Not deficient---796
September 200596.5Not deficient---842
July 200396.5Not deficient---842
June 200196.5Not deficient---842
May 199996.5Not deficient---842
April 199786.4Not deficient---849
April 199586.8Not deficient---223
June 199397.9Not deficient---223
May 199197.9Not deficient---223